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HomeMy WebLinkAbout0006 LEWIS LANE - Health net 6 r ewis w -0ste6vllle E } 1 l Town of Barnstable P# Department of Regulatory Services Y ' Public Health Division Date 200 Main Street,Hyannis MA 02601 Date Scheduled 7 t9�j:: Time Fee Pd.:. lr,® ' Assessment for Sewage Disposal Soil Suitability Assessmen f g Performed By: Witnessed BY: 02Ay�1 LOCATION& GENERAL INFORMATIO Location Address Owner's Name ltJ�--1Y� Address (a 7iri.�� t.f �3O C✓ Assessor's Map/Parcel: Wo Engineer's Name '✓.�v b NEW CONSTRUCTION � REPAIR tele Phone# ' Land Use t�,r7 Slopes(95) < a Surface Stones ``'v 0 Distances from: Open Water Body �•1'5 0 ft . Possible Wet Area 4'%0 Q ft .Drinking Water Well L S ft Drainage Way L v ft Property Line A-l D ` ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands proximity to holes) ` Iv d � , Parent material(geologic) — + Depth to Bedrock Weeping frotn Pit Fnoe Depth to Groundwater. Standing Water in Hole: P _g. Estimated Seasonal High Groundwater T DETERARNATION FOR SEASONAL HIGH WATER TABLE Method Used: -1 0 PPd Depth.Observed standing in obs.hole: _ in. Depth to soil►nottlos., in. Depth to weeping from.side of obs.hole: In,. Groundwater Adjustment it Index Well# Reading Date: Index Well level _.... Adj.fhetor Adj.CJroundwnterIxvel tv i PERCOLATION'TEST Date Z Time o" ©i) ObservationTime at 4" I Hole# r"...."".� _ q�j►1I� Time sit 6" -�- -- Depth of Perc - Start Pre-soak Time @: 'Hme(g". End Pre-soak. Rate Min./inch G G S/vi-L Site Suitability Assessment: Site Pass Site Failed: - Additional Testing Needed(Y/N) original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the, Barnstable Conservation Division at least one(1)week prior to beginning. 0!\4EPTI0PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil., Cher Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. i toGravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) '(Munsell) Mottling (Structure,Stones,Boulders. nsi JA0 �r�s- u � 26- (i DEEP OBSERVATION HOLE LOG Hole# Depth ni Soil Horizon Soil Texture Soil Color Soil Other Surface(n.) (USDA) (Munselq Mottling (Structure,Stones,Boulders. Conkit 10u L ID�#cL CO 7 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon $oil Texture Soil Color Soil ther Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders.� — 1rG Z t 7 6 Gar _ Flood Insurance Rate Map: O Above 500 year flood boundary No_ Yes Within 500 year boundary No_ Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material . Does at least four feet of naturally occurring pervious atenal exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally.occurring pervio s material? Certification 'I certify that on y (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,experti and experience described in�10 CMR 15.017. Signature Datet — Q:1S,EPTICkPERCFORM.DOC 1 ilk- No. //�l 2�` Z - Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PU LIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS -01i; at6n for MiOpoOal *pgtem Construction Permit Application for a Permit to Cons"c I - rade( )Abandon( ) ElComplete System O Individual Components Location Addres or Lot No. Owner's Name,Address and Tel.No. essor's Map/Parcel �5%i; Installer's Name,Address,and Tel.No. Designer's NamQ3 j1 ressa�d T�L N60YLE & ASSOC. L t t7. 42 Ci,nt c� rbury Lance East Falmouth, ILk 02536 <I Type of Building: welling No.of Bedrooms S Lot Size sq.ft. Garbage Grinder( ) Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow rJ gallons per day. Calculated daily flow gallons. Plan Date 11- It; - e :2 Number of sheets 1 Revision Date Title 5a"r- 20n,.by rl' LamN ota � Q.yrLam;= A4 Yt;tL Size of Septic Tank 1 o f,s.&l_a.raj Type of S.A.S. ra. r✓r i IA Description of Soil - -:la ..mot <.t.% Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: �+ ty�} /f l� �r��� The undersigned agrees to ensure the construction and maintenance of 1he afore described on-site sewage di//sposal system in accordance with the provisions of Title 5 of Ae Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is ed y this B of h. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. '2-0O2—(Q5_ Date Issued 1 Z`7 d Z fief #N t ♦ .��3 � �� �.t No. ZQ�2" � t s e Fee /w e THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: a' Yes rf y PU;plp�fieation IC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS s . for Miopozal *'!tear Congtructi6n Permit Application for a Permit to ConstrueRe air(--�U. rade( )Abandon( ) Complete System El Individual Components {, PP P PSG Location Address or Lot No. Owner's Name,Address and Tel.No. •Loll" Assessor's Map/Parcel� dST�'�ttN\ '� --"—� Installer's Name,Address,and Tel.No. Designer's Name,Add"re''isF'Hd.iTdt<PO.• DOYLE & ASSOC. 1 42 Canterbury Lane F()Ajxe, �-��J� ' ( E�_s +aalmbuth, PEA 02536 5 i T nh r Type of Building: ! f welli gg No.of Bedrooms �+� f Lot Size -U�o,!j sq.ft. Garbage Grinder( ) Type of Building 4No.of Persons Showers( ) Cafeteria( ) "'Other Fixtures Design Flow ��O gallo °per�c�ayly i�al3cu�ated daily flow 5 7�. gallons. Plan Date M- w-o`2 Number of sheets Revision Date E Title L a 1-k o� FtoiAZJAk�b 1- Size of Septic Tank Type of S.A.S. a4�, r' Description of Soil S S�lee ,�l 4:7.E m� No-D A S• Nature of Repairs or Alterations(Answer when applicable) �. 5� ryas - � �Date last inspected: 5Y ,, Agreement: �Q,/�•#Q ►1� �i�"•lvewa- , dOt The undersigned agrees to ensure the construction and maintenance of.`;Ke afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Codefand not to place the system in operation until a Certifi- cate of Compliance has been issted Dy this B4a nof411th. Signed " /� Date Application Approved by ' y r Date 7- •2'7 O'z-.- Application Disapproved for the following reasons :^r -Permit-No. ZCo Z 5 i Date 1`ssued-'` JN' /7-Wo Z- ------ —` /V f _. ` _I�" ('/ r — —————— THE COMIVIONWEALTII F MAS�SAC R USETTS BARNS�TAB�L'E, MASSAO;HUSETTS Certificate of ompliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed Repaired ( )Upgraded( ) Abandoned( by at 30q Q,,- L�v tJ5 v✓i� � has been constructep m accordance 17 z with the provisions of Title 5 and the for Disposal System Construction Permit No. ZG02-605- dated 0 Installer Designer The issuance of th4 permit/shall not be construed as a guarantee that the syste 11,KK,pt d's dA Date 9 (D 6 3 Inspector No. Zoo - bC)s Fee ��V" . THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS miopogaf pgtem ComStructton Permit Permission is hereby granted to Construct �)Repair( )Upgrade( )Abandon( ) System located at J0� C _ l 54,""V;I to and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constru tion .ust be completed within three years ff to he date of this perms. Date: I x- 2 ? 0 2 Approved by _r �'WfJ � �.NU.�1 TOWN OF BARNSTABLE LOCATI 3C Cepi' 1SEWAGE # /��`�� VILLAGE �� %LC� ASSESSOR'S MAP & LOT`/C � INSTALLER'S NAME&PHONE NO.44Z, e�� SEPTIC TANK CAPACITY /2 LEACHING FACILITY: (type) NO.OF BEDROOMS BUILDER OR OWNER LVI- �' C ff%�' PERMITDATE: XeIVIO COMPLIANCE DATE: LV 03 Separation Distance Between the: jMaximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by, A A �9 A15 � r � �v 2 -� / =6 " �,- �.�-CrfA i -A r�" 3y,�L �, �i � � i F'C �,'�� No. ���/� Fee / vv-- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS r�ti �l Yication for �Die; o ar 6pgtem CongtrU tion Permit Ic Application for a Permit to Construct )Repair( . )Upgrade( )AbandofS( ) ❑Cordplete System ❑Individual Components Location Address or Lot No.L,�-` 3p 7p� (L®��, Owner's Name,Address and Tel.No. �SCLaQi�\►�..rC� 7 _ I �A,17 'lit/.L04e /C,�/M 9 Assessor's Map/Parcel t 7s / LAA fit; try ZIMI-1 I d Installer's Name,Address,and Tel.No. Designer's Name,Address e.No. �� e � 0 �.9(/6' STEPHEN J. DOYLE & ASSOC. �f�,C ® Canterbury42 East Falmouth,LMAe02536 Type ofg: Telephone: 508/540-2534 No.of Bedrooms Lot Size�'l Z sq.ft. Garbage Grinder( ) Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 4(0 4 gallons per day. Calculated daily flow 44r D gallons. Plan Date l-AwA i-C-01 Number of sheets 1 Revision D to Title TUw.1 a ,R.-[.A Size of Septic Tank Coo pe of S.A.S. CAe035gAtZ 'T$u&i.tU Description of Soil ��=r S�el� r�l.+�\ SC4y�5. Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date y�Q2;",VPZ Application Disapproved for the following reasons Permit No. �% Date Issued cv "� ---------------------------------------- -- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(✓)✓Repaired( )Upgraded( ) Abandoned( )by —ftZXI ate w has been const�ed in accordance with the provisions of Title 5 and the for Disposal System Construction Perot t <�%^� �� date&5- —11:�:O Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. /s�" Fee l'/" THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS wi5pogal 6 Otem Construction Permit Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( ) System located at Z I/ QVZAlia, Am,. and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by 1#io 1 w,�O/'1� � * f Fee / - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V Yes PUBLIC-HEAL-TH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS "� plication for lbigozaY �potem Construction Permit p = (0 4e J1 is. �-- 05� 7 ).b/i/c Application for a Permit to Construct( )Repair( )Upgrade( )Abandofi( ) El Cotdplete System El Individual Components Location Address or Lot No.Lot 3p �����-_,(L 7 Owner's Name,Address and Tel.No. ;� C�s�Eq,�\t..�..C-,_, .�e,,r � � /�✓/!v'TJ�/'/,-u�-�{3Lf_" /�G'/ac?7� �'�..a57" Assessor's Map/Parcel CO Installer's Name,Address,and Tel.No. Designer's Namg3_jdd__ ` ;ND OYLE & ASSOC. � C�le6 1'fJr07rL40 42 Canterbury Lanes lA6C XW0,0 .Cb Vt. �1 yy�� f�Z t� East_ Falmouth, MA 02536 m Type of Building: - wel ' No.of Bedrooms Lot Size z 'I 7- sq. ft. Garbage Grinder( ) Cher Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow .4 sr gallons per day. Calculated daily flow 4Jr D gallons. Plan Date 1%11­,1 Number of sheets t Revi"i to wyu �� " -9-i-ALL_►.10Title 7\TG \ UnN d� La�� »a L"� c j Size of Septic Tank uu Ca+-A.,, _Ot`l Type of S.A.S. GHnwncs�IZ �tLr�.X.�1 Description of Soil Nature of Repairs or Alterations(Answer when applicable) .- Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. f Signede f Date Application"Approved by .( 1 Date Application Disapproved for the following reasons Permit No. �Q •' P l Date Issued°' `-_ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO,CERTIFY,that the On-site Sewage Disposal System Constructed(✓)Repaired( )Upgraded( ) Abandoned( )by 6.�.G� T.b'/.4�i at Ln., has been constru ed in accordance with the provisions of Title 5 and the for Disposal System Construction Perin lf6'llYf� dated Z-1 f;�a) r Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector rl. b Je= Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS - ligogal *.pgtem Construction Permit Permission is hereby granted to•Constnict(Vl�epair( )Upgrade:( )Abandon( ) System located at 3f$ LE/N/5`G�y ds l�-�iilGE ^pA.' and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by 1 ` I II II f' INDESIGN LLC • 19,-0• - `R 8' 0• 24'-0• 20•-1. til, IIEO. ------Eo. 4 L II II III I ES III I I I C3 E3 A-302 VAULTED cEIUnc o I I I IIi A-301 A-301 I 1°'-1-AFF I-t III IIi Eo. Eo. GUEST I III IIi i 6'-6 1/2• 6'- 1/2" BEDROOM -------- — — ---- -- SHEET101A-'------ --------------- - -- - MA TCH 18'-0•x 15' -- L- -- -- - --- -- SHEET 10t I f 1 F -1 4 9• 3'-7 1/2- UVRDRYo o I I OPE�D I I w IIi i I I I I I 4 L—J GREAT, ROO AL J I g 23'-0-X 16'-0" SRO VAULTED CE°ING PEN TO tB'-1'AFF 1� 'PE0�'E I BREAKFAST i I i 16'-o-x 1z-o- I I I I GUEST -- — --------------=--- —————— n BATH I VAULTED 0'-6 cw�Nc I NO N I 10 I I I II f Icq II I II C5 en Y I I I I I A-302 I 2'-7- ,0'-9 1/2• 12'-9• I NTR 5-1 , 2 s 51. I I I I I I 3 1 z 5 i 2• 3 2• 4, e OY o \ MASTE -- — a72-. � I ® i ' I 304 PARKER RD i OPENTD 1Kle�s- L IDeABDVE -------- IIf I _ OSTERVILLE DINING RMIIMASSACHUSETTS w O11'-1-% 12'-6' E0. E0. wct} 2• 3 1/2 6-6 , 2 6'- 1 2-n6'-7 1/2 3-2- 6'-0• .._ -JJ°z Dz --------- -- - \I 41 MASTER I Lr———————————— -- I SITTING AREA I 5 1/2• - 5 1/2 lo'-O-x 11-0•' ( I I I I I I I MASTER 1 I SLEEPING I — J \ C$ I I 18'-0•X 14-6- I I 5 1/2- A-301 VAULTED PCUN; I I 16.-1-AFF -- -------J I t DATE ISSUED 5 1/2• -- ---------- 5 ,/2- 19'-0• 6'-0• 8' 0• 24'-0• 13'-8• 2'-10• 73'-6" SHEET NUMBER C6 � E6 t ' A-303 i A-303 A 101 FIRST FLOOR PLAN MAIN HOUSE d kotP� _ r n h SCALE 1/4"_1-0" i �t t!1 S �. 'J V �� INDESIGN LLC a .............. ...._........ ES MEETIOZ4 A-302 ; r C3 E3 Sir io2 ^f^ �'0`� A-301 A-301 1 '-1' 5 /2' 3 1/2' 2'-0" 3.1/2" ' r ------ ---- -- NI I � - I EDROOM 3 14'-0"X 11'-6" OPEN TO BELOW - • I VAULTED CEILING OPEN TO II If I 1 � BELow I I I I 1 \I L VERTI Y I IWALL BE OW- I I I I 1 I B TFi GALLERY II II I I 25'-0`X 14' I I 1 1 (D C5 CEILING 9'-0 f ---- A-302 , I a 11 I I I � L_______________________________ 304 PARKER RD y-_ OPEN TO MTCNENI II I 1 1 I I I BELOW 1 VAULTED COUNG I I 1 1 . I9 Il'-0�AEE I I I I 1 B TH i i i i OSTERVILLE II II , MASSACHUSETTS INNEN CLOSET ALIGN VERTI Y I I I I TN WALL B DW- I I I I II II "+ 1 OPEN T - I I BELOW I I I I U EDROOM 4 CON N I ti - I Ufi VAULTED CEILING ° I 9'-6'AEF 1/2' 5 1/2" . 1T-1" 6'-7 1/2 2'-0' 6'-0' I1'-6' 6'-2' CS VAULTED IU uNG TER BED DATE LSlM A-301 � i ...-.......__...........-..................._.........._........-.......-......-._-...............------------ SHEET NUNMER C6 _ E6 A-303 A-303 ' " a A-102 r2 ND FLOOR PLAN MAIN HOUSE SCALE 114"=V-0" v f INDESIGN LLC C6 E6 { A-303 A-303 a 4'-0' S'-O' 9'-9• 5'-0• 1/ TYP. • °s °s 3'-1 1/2• . SHEETl024 MArCHL/HE SHEET 102 B NUS ROOMOH °N i 2'-O•% 16•-0 T 2 304 PARKER RD OSTERVILLE MASSACHUSETTS E5 • A-3oz q C3 E3 A-301 A-301 1 -t" 5 /2• 3 1/2• 2'-0• 3 1/2• r. DATE LESUm 1 EDROOM 3 1 { O 14'-0•%it'-6• OPEN TO BELOW j08 YMLTEO CENNG { B-6•AFi OPEN TO I I I I I { BELOW SHEET NUhffiER I ai°N vEimu Lr I I I l r I —wrN wnLL BE 2 ND FLOOR PLAN GARAGE SCALE 1/,r=V-r -7--2 � �--'—� '��v+ +��wk r_ov�c1_ l�vc"=2. �S'�'EM Gornt'oN�•�TS TOP FOUND. EL. ;•:• --,�.s ��� ern - ��t,_...--_ -; ------ ��-- - � n - _ --- WATM TIGHT COVER INV. El_ FLOW LINE '2 — �--------------- \ LEVEL 10" IiJ 4 "_ .�o rbml - 000Wn�i A� \\\ s�Oj �q aINV. EL. TOjamu �41Ch l@lBth-'1e 10 10' MIN.— A 118� 1.lGU® DEPTH 1 ` ,2 Washed Crushed Stone ---- \ B" INV. EL. SUMP INV. EL- -240•`i e - INV. EL. �_T�' A i�'� —= -- °0• o �� c—� C� o � Porker/ J 4 Pie` g El Z-1.0 it a Pie I/ d� / No. of Trenches I �,,, -IDS y` Wlanno 1500 GALL PRECAST REINFORCED CONCRETE SEPTIC TANK PRECAST REINFORCED CONCRETE �d No. of 500 Gallon Precast Chambers _ _ e�� DISTRIBUTION BOX 5' A �/ Stone - 1--1/2"' Washed Crushed St MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) 314 ZONI DISTRICT � ��. INSTALL ON A LEVEL BASE �L.O NG DISTRIC�. RC � � (— TEES SHALL BE CONSTRUCTED OF S(�iEUULE 40 PVC AND SHALL EXTEW A MINIMUM OF 6" ABOVE THE FLOW LINE MINIMUM WALL THICKNESS = 2" ��j- >`�+A�.IAT'G2 < ��, �o•o OF THE SEPTIC TANK- AND BE ON THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN—OUT MINIMUM INSIDE DIMENSION = 12" �1�a,K•>L Pwa�, r .L.O �' T_T.�' MAP MANHOLE. BUILD.1,VG STMACAS.- OUTLET INVERTS SHALL BE EQUAL TO EACH THE INLET PPE ELEVATION SHALL BE NO LESS THAN 2` NOR OTHER AND AT 2" MINIMUM BELOW INLET INVERT. FRONT — 20 MORE THAN 3' ABOVE THE INVERT ELEVA110N OF THE OUTLET PIPE. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX 5"IDF & REAR -- 10' SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE AND NON-DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE 2" Of 1,!B" 1;2" Peastone �� HAS BEEN PLACED Tb ENSURE STABILITY AND TO PREVENT LINE OR RECONSTRUCTING 71-IE LINE"' i ihIT1L ALL INVETS ARE OF - r 0 tiTRLI Y DISTR.(. T.- SETTIING EQI!AI. ELEVATION. ° •r--.—_—• .C -� O �L'MA LJ Ol I L' ll ry if SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9". ��oo -- • - �Cl* l// �1Do THREE 20 M1INFIOES WITH READILY REMOVABLE IMPERMEABLE C o o <1 aP o • C=> • � COVERS of DURABLE MATERIAL SHAH � PROVIDED MATH A(.'CJ~SS p,g ,\\ PORTS BEWG PLACED AT THE CENTER AND OVER THE INLET AND ASSESSORS DATA: OUTLET TEES.THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. ��.\ iJ1 t e PIa, off' Land In hvnch indth A3_Z MAP 116 PARCEL 75- -1 3/4" - 1-1 2" dashed Crus ed Stone -\— - OsI arMlle, _,IlassaCh use tts PROPOSED S.A. S.' TI'E'NCH SECTION Preparr4d For•• JoI c> c �lcc.zno 20' Date: lVa jr 14, 2001 Prepared By.- ' ,T. Dolrle And Associates GENERAL CONSTRUCTION NOTES Stephen 42 Canterbur,}r Lane, E. Falmouth, 11fA 025,36 ' Telephone. 508 '540- s, P , 2534 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 LOT , � /� �srpl, .R a vi s i o 22 .8.1 AND THE TOWN OF Arz>�as�'Ac��r= RULES AND REGULATIONS FOR ,,� r A �6. THE SUBSURFACE DISPOSAL OF SEWAGE. ,�0 2e,7 �fsq f 1. 32 2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL 13E ACCESSIBLE �� ��� 33 WHITHIN SIX INCHES OF FINISH GRADE VMTH ANY REMAINING ACCESS S.AS. Trench PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE. 0 � � ' 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF DESIGN DATA: 1500 gallon Tank WITHSTANDING H-•10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' STRUCTURE � � �\ b �' �� ' ti0 24 �Bz _ OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN TYPE N0. BEDROOMS GARBAGE DISPOSAL NO, DATE DESiik ONBY 10' OF DRIVES OR PARKING UNLESS NOTED, DESIGN FLOW �k \fit) = 440 C„�,�_� - te�.J % ' �� O �� _4. EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL 34 --° o�SITE UTiLIT1ES PRIOR TO ANY EXCAVA710N. o _R5. SEWER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE. - BM Nell 1 d- b a�' � STEPHEN I—'C �;'FU 33.98 - --- --- --- ,20 J. H� SEPTIC TANKI2� �vv ', �`� �sF �►�1.0� �ruc� —" DOYLE - 'MOIL1 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE �------- �-- - � � ,I_, WDetum: NGIrD 'p, 80 - -L----- --- -- - ---- *+ MORTARED IN PLACE. ; ,{ 9N 20 -- - -- --- ___ • , rE�► No.31559 LEACHING FACILITY ; / ;' ►' }� \ �j IM►t pbFESS10�P O� (�z t t i 3 s 33. r a�.1, x o i o ----- — -- --------- -- lgha x z , ` = 4az�-- -- / UTILjP01SE Proposed Dwelling \ - 18 UR ?. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT. _ 0+7A = ALA ti�9D_'rvCi�-l. �7��1u1►�LoV�_ � '�' �w �. .� i. --- --- -------- �/� 30 _ , - - -------- 0� a 34 - b / --Proposed- - - ------- - 10 Garage 04 SOIL OBSERVATION DATA: 1s�j / �s� z 33 33 Proposed Imo,. _ 33 - - - , DrireW8j' TEST DATE SOIL EVALUATOR Q_ B.O.H. AGENT � EXCAVATOR PERC/RATE UTIL/POLE AWN _- � 1Zr GRAPHIC SCALE `�'" s�L stsn►U 32 Lq" z�i` 3,2- MI� `� � PCC2l 20 0 10 20 40 ( IN FEET ) 14gII I 1 inch = 20 ft 0, ----L--- -- �' -------------- --- - +.s r VJ IV, 7', TOP FOUND. EL qe.- Avp tA r --- 'rlA7F.R 7i(i•iT CQ'vF=. INV. EL. FLOW LINE ��— 1 2' LEVEL I 1_ - qL10. MIN.: 4 INV. EL. I i < llj,�sllc'Q' 6: -usbad Stone i � r Pond, Qa UOl1 DEPTH i IT`S_ ff'' _r ._r_.---•�c�_!,/'-'- ---- � %o�ca I 1 LL__- ! __- r, -c-=-`1` i___-�� t L_____-_-�• r- --�� - `�abu'11 Fo F0 \'gi L. �i•SS 1 - -- LIo•o a r1� Wiann i — - �i o Spa _—. -- _ — -- - 1• y --*— --— -- - —30— INV. F L. Se. �/ -- — - -� - �r f Z ..... /r >t,c. of T_-eriches 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC. ?f !I No. of 500 Gallon Precast Chambers - >, ZONING DISTRICT. RC 4 , PRECAST REINFORCED CONCRETE DISTRIBUTION BOX 1--1,'2 Nrashed Crushed Stone— -. _ M*SMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) +• _T-,CJ C' LJ��' MA P (>;.�,zo L ue.p C.►al.t-n?r pc S� 3 �i � BUILDING SETBACKS: --- _ TEES SHALL BE OF SCHEDULE 40 PVC AND install on a level base (Poi. \���aVJ•� ��1, <ct .took __ - SHALL EXT100 A MUM OF tr ABOVE THE FLOW LINE %linimum wall thickness = 2" ' OF THE SEPTIC TANK' AND BE 'ON THE CENTERLINE_ of THE FRONT - eO SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OU' Minimum inside dimension = 12" MANHOLE. SIDE & REAR --- 10' V1 of A4 �isteaf THE *KM PIPE BZVATION SMAt.L BE NO LESS THAN 2" NOR Outlet inverts shall he equal to each ether �'' � o ti MORE IMAM 3" ABOVE 1W *r#UtT Et EVAMON OF THE STEPHEN GNP\ and at ?„ mmrmum hele\� inlet im art '' 8 - .1 ,2 Peastone ouTLE7 _ 0 VERLA Y DISTRICT.• AP DO i o�,� VA�M 4 SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO 6RAOF l he distribution lines from the ihstrihutlon hc1\ o a � -= 00 ,, �`c , ,r o NO. ?3971RMAN 1^ ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY shall all have equal inveits as determined1----- » -� NO. ?391to N COMPACTED AND ON TO M� SDt WCHES OF CRUSHED STONE hN flooding the distribution box to the height ;�°o :/ rr 0 FI MA ZONE C 9 P� HAS BEEN PLACED 70 ENSURE STAWJTY AND TO PREVENT J SEMAM of the distribution line invert after all lines o� have been :sealed in place. I _,____ >;a 'I _- SEPTiC TANK SHALL HAVE A MHUUM COVER OF 9" ASSR25SOR ' DA TA: Invert adjustments shall he made h% tilling ��- - Trench Pr3dth i3 2 -- THREE 20' IwAI!1HQL S B7 RE110K.Y REMOVABLE IMPER�AEABLE .'4-" - 1-1 ?" TYasliPd i'rtt9 ed Stone --- ,�Z E' _ plc I] Of leaI3C� In COYMS OF t yA K PROVIDED ygTM ACCESS with durable and nondeformahle material permanently MAP 116 PARCEL 75-1 _ - --__-- _ Py�O�RT�3, 913RC PLAM A - AND OVYR THE INLET AND fastened to the line or reconstructing the lines until all ;�. i /7. _ ' WTLG� T� Y !J r 'rr_!'�.� 1,� I�. J 7 1�� r y (_, 0 I � _,�1 � .11 ,.�.F'C. .TlO�r Qstervzllc, Massachusetts inverts are of equal elevation. - -- - --- -- THE OUTLET TEE SHALL. BE EQUIPPED MATH GAS RAFFLE Prepared For: JC)_i r1 .P�-c> c a c c z.n o 6 Scale: 1" = 20' Date: December le, 2002 I �^ Prepared By.• Stephen J. Doyle And Associates 42 Canterbury Lane, E. Ialmouth, MA 02536 DESIGN DATA: � Telephone: 508j b40--2534 �A 63' s6'�. � . Re visiorz Block STRUCTURE _Dv�r' O = -�-- - -------- ----- °---- • TYPE NO. BEDROOMS GARBAGE DISPGSAI General Construction Notes // O \ DESIGN FLOW tto�i = �' J qv> L._w�-,�l.Jo�, �� � ,�ic 34 _ All the workmanship and materials shall conform to D.E.P. Title 5 and the Town o1 4e' ti ----- ----- - — -- - - Barnstable rules and regulations for the subsurface disposal of sewage. 0 �� �'� 34 - � �� b ,Q \ = - �--- Proposed SAS Res. i - - - —_- -- - - - --- -- --- Ix - Proposed SAS Trench _ I At least one access port over tank tees shall be accessible within 6 Inches o)f tiriish grade, o� � �s7 SEPTIC TANK p : ' �• _ _ -_ -__-__.-- � 1 1sc_--�5 ov C,�i�+�.ow.`1__,1�Z�J�;.--- _..__.-_ _._ _ . ._ �� tivith anv remaining access ports brought to within I? inches rat f�rush ijad- - - , DATE DESCRIPTION i3Y LEACHING FACILITY ' �� I -- - — - - •�. NO -- � - ---- - All components of the sanitary system shall be capable of withstanding H-►U loading -- unless thev are under or within 10 feet of drives or ark1na I I-?tl loader Ch;iii he use, \ t-s.z x dz� » - - --- b - "`- under or within 10 feet of drives or parking unless noted �T71xo.1A The excavator/contractor shall verify the location of all site utilities prior to an•• \ BM NaJI Lf --- - ---- - ---------- - ---- -- tEl. 33.98 ;. 1500 ----- 1ti. - ------- ------ - ------ ------- - excavation. If ivDetum: NG Get;'Tank 0 Proposed Duelling Sewer pipes shall be 4-inch Schedule 40 PVC laid at 0.02 slope `p y- 0 10 _____ Proposed o _ _ Garage f; n ny masonry units used to bring covers to grade shall be mortared in place - 34\ Proposed Soil Lops F'# 8474 hnish grade shall have a minimum slope of 0 02 feet per toot. Driveway �� �� . . . . . . . . . . Test Date: March 16' 1995 ---` - Proposed s, Te , , . . . Dri ve way . Siol Evalua tor.- Baxter & Nye y 33 , Health Agent: G. Dunning � Pere Rate: <,2 Min,/Inch . . . . . . � moos TOT TPI TP2 3C R16 773fsq.A x (EL 33.5) (EL 33.5) Note. \ ------- -- -- ----- Q" ------ -- 0 Should soils be encountered during; sewage system Install ati� n that are 33 --� loam - loam 12„ not consistent with soil log, contact the designer rind r .�cur ',u' tl \ �' 12 health Department before proceedinr� Sill y silty 1o�r� x sand sand -- - ---- ---- ---24 ---- I MED. arc 48" AffP GRAPHIC SCALE SAND P_ — SAND 21) o 20 40 so 2 � ( IN FEET ) > » = 20 ft_ ---- — ----- 144 - - 144 t inch (EL 21.5 (F7, 21.5 No Ground Water Encountered No Ground water Encountered